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ft, <br />M I <br />N <br />m <br />"I <br />Wl 443 <br />WF1 495 <br />(2) C I Ox3O <br />I <br />(4) BAYS @ 25'-0" = 100'-0" <br />Wl 4x6l <br />a <br />In. If <br />co <br />x <br />LL- <br />WF14003 <br />S215TS 322 5 <br />4 PANELS @ 22'-5Y4"=89'-9" <br />W 1461 <br />oo <br />WF1 468 <br />(2) C I Ox39 <br />00 <br />CID <br />X <br />[Se=S4CCLL <br />14x43 <br />Wl 443 <br />2 <br />S325 S402 <br />WF1 448 <br />(2) C I Ox3O <br />�13Z Of: <br />X�3 C-4i <br />CC) <br />LL- <br />-cc) <br />WF1 443 <br />WF <br />TRUSS DIAL <br />SKEWED FILLET, <br />THIS END ONLY <br />LL <br />S325LS403 <br />WF8x35 <br />(2) C8x18.75 <br />NEW HSS4x4x3/16 <br />TYP, EACH END OF BRACE. <br />NO WELD WITHIN 1/2" FROM WF FLANGE TIPS <br />NEW HSS CHAMFER <br />5/8"X5/8" <br />47 <br />L Symm. <br />I 1 /4" <br />8 3/4" �WFSX35 (E) <br />NOTE: SEE S409 DETAIL 3 FOR NEW KNIFE PLATES (SIM.) <br />SECTION <br />SCALE: 1 1/2" = 1 n-0" <br />4 PANELS 0 17'-6"=70'-0" <br />■ <br />WF8x35 <br />(2) C808.75 <br />-d- <br />C14 <br />X <br />00 <br />Lj-- tK Lo <br />co <br />53'25IS40'5 <br />NOTE: WF403 MAY BE REMOVED (PERMANENTLY) ONLY <br />AFTER NEW HSS440/16 BRACING IS INSTALLED. <br />UIC"O 0 A c" <br />to <br />C) CL <br />Lo <br />CD <br />I-- <br />C ALL FRAMING SHOWN IS EXISTING <br />S ZLS325 EXCEPT WHERE CALLED OUT "NEW." <br />SEE ALSO A/S211/S322 <br />DRAWN MITE- —§u-EiTTTLE CURRENT REViS1ON SYMBOL DATE <br />sym REOSION BY APPROVED DATE Sym REVISION BY APPROVED ro2 � <br />DATE '4� �o ACCEPTABlILITY <br />�MZ�Z <br />1786915 A4 0710.20 <br />'AT <br />CHECKFD TRUSS ELEVATIONS <br />DESIGN AND/OR p, THIS <br />45-001 STRUCTURAL VERTICAL UPGRADES 1786915 CPA 10.08.19 A4 DEFERRED SUBMITTAL 1786915 CPA/HSK 07,10,20 W SHEET <br />SPECIFICATION IS APPRaVED <br />t <br />Y-- TITLE <br />m 1�" I <br />A RESPONSE TO SKANSKA RFI #525 & #530 1786915 CPA/RLP JTH 11.15.19 45-001 STRUCTURAL VERTICAL UPGRADES <br />i co, -kl"'?�`�*-)�-`,,;; APPROV DATE <br />��i w-, ED BY DEFF. <br />CHECKED <br />27935 JOB Nlo <br />Al RESPONSE TO SKANSKA RFI #607 & #508 1786915 CPA/ RLP JTH 10l.17.20 BUILDNG 45-001 S325 <br />e <br />l P R UNY Eff <br />A2 RESPONSE TO SKANSKA RFI #635 1786915 CPA/HSK JTH 02.0720 1786915 <br />APPROVED DWG NO. <br />7 <br />A3 RESPONSE TO SKANSKA RFI #706 1786915 CPA/NRP CPA/JTH 04.06.20 STRUCTURAL MASTER EVERETT, WA 45-001-S325 <br />